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V <br /> Existing Gude <br /> JILI <br /> Vault box with locking security <br /> Con c rete <br /> w <br /> 4 <br /> iS <br /> w <br /> r." <br /> h" Cement Grout <br /> w <br /> ilL <br /> w <br /> w "w <br /> Notes: <br /> Groundwater is anticipated to 2-inch SCh. 40 PVC Blank <br /> occur at about 100 fillet w -� <br /> below surface. w Casing Centralizers <br /> w- . <br /> w <br /> Borehole will be advanced 15 feet <br /> into groundwater or to the aqultard w ". <br /> whichever is encountered first Bentonite Clay, typ. 2-feet thick <br /> 5' <br /> Sand pack, nominal 2112, extended <br /> 0 about 2-feet above top of slots <br /> Aquifer 2-inch Sch. 40 PVC, <br /> nominal 0.020" slots <br /> 9 <br /> Sch. 40 PVC endcap <br /> 117 <br /> .Aquktard <br /> Borehole, <br /> Note: This well detail is Whernatic only, The actual nominal 8" diameter <br /> monitoring well construction will be modified to field <br /> conditions in the exploratory borehole. Well slots <br /> will be raised to observe seasonal groundwater <br /> fluctuations for separate phase product to <br /> the point where well seals are not compromiser!. Monitoring Well Schematic Project No. 4062-R <br /> Modifications may also be made prior <br /> to installation by regulatory requirement. Scale: None <br /> Linden/Waterloo School Date: June, 1995 <br /> 7007 Pezzi Road <br /> Stockton,CA Figure 2 <br />